FP-96 English Version - Eastern Federal Lands Highway Division

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DIVISION 300Aggregate Courses191
Page 1 and 2:
FederalLands Highways"Commitment to
Page 3 and 4:
PREFACEThese Standard Specification
Page 5 and 6:
TABLE OF CONTENTSPageDIVISION 100 G
Page 7 and 8:
PageDIVISION 150 PROJECT REQUIREMEN
Page 9 and 10:
PageDIVISION 550 BRIDGE CONSTRUCTIO
Page 11 and 12:
PageSection 703 (continued)703.06 C
Page 13 and 14:
PageSection 710 (continued)710.08 S
Page 15 and 16:
PageSection 718 TRAFFIC SIGNING AND
Page 17:
DIVISION 100General Requirements
Page 20:
Section 101101.03 Abbreviations. Wh
Page 23 and 24:
Section 101101.04 Definitions. FAR
Page 25 and 26:
Section 101Density ) Mass per unit
Page 27 and 28:
Section 101Roadside ) All area with
Page 29 and 30:
Section 101Supplemental Specificati
Page 31 and 32:
Section 102Insert a unit bid price,
Page 33 and 34:
Section 102The requirements contain
Page 35 and 36:
Section 103Acceptance of this partn
Page 37 and 38:
Section 104(b) Specific requirement
Page 39 and 40:
Section 105(b) Government-listed so
Page 41 and 42:
Section 106.) ACCEPTANCE OF WORK106
Page 43 and 44:
Section 106(2) Test results on mate
Page 45 and 46:
Section 106If the sampling frequenc
Page 47 and 48:
(3) Calculate the upper quality ind
Page 49 and 50:
Section 106When public traffic is a
Page 51 and 52:
Section 106Table 106-1 (continued)E
Page 53 and 54:
Table 106-2 Pay Factors (continued)
Page 55 and 56:
Section 107Before beginning work in
Page 57 and 58:
Section 107Flaggers are also furnis
Page 59 and 60:
Section 107Admit any OSHA inspector
Page 61 and 62:
Section 108.) PROSECUTION AND PROGR
Page 63 and 64:
Section 108Liquidated damages will
Page 65 and 66:
Section 109.) MEASUREMENT AND PAYME
Page 67 and 68:
51Section 109When asphalt material
Page 69 and 70:
53Section 109Attach an automatic pr
Page 71 and 72:
55Section 109(2) The Measurement Su
Page 73 and 74:
57Section 109(1) Direct costs.(a) M
Page 75 and 76:
59Section 109The closing date for p
Page 77:
61Section 109If unresolved claims e
Page 80 and 81:
Section 151.) MOBILIZATIONDescripti
Page 82 and 83:
Section 152.) CONSTRUCTIONSURVEY AN
Page 84 and 85:
Section 152(c) Slope stakes and ref
Page 86 and 87:
Section 152(m) Intermediate surveyi
Page 88 and 89:
Section 152Payment152.06 The accept
Page 90 and 91:
Section 153(d) Provide training as
Page 92 and 93:
Section 153153.05 Acceptance. The C
Page 94 and 95:
Section 154Measurement154.06 Measur
Page 96 and 97:
Section 155Show completion of the w
Page 98 and 99:
Section 155(d) Describe planned pro
Page 100 and 101:
Section 156.) PUBLIC TRAFFICDescrip
Page 102 and 103:
Section 156(h) Provide two-way radi
Page 104 and 105:
Section 157.) SOIL EROSION CONTROLD
Page 106 and 107:
Section 157157.05 Filter Barriers.
Page 108 and 109:
Section 157157.12 Inspection and Re
Page 110 and 111:
Section 157Progress payments for er
Page 112 and 113:
Page 114 and 115:
Section 201.) CLEARING AND GRUBBING
Page 116 and 117:
Page 118 and 119:
Section 202202.06 Special Clearing
Page 120 and 121:
Section 203Where part of an existin
Page 122 and 123:
Section 204.) EXCAVATION AND EMBANK
Page 124 and 125:
Section 204204.06 Roadway Excavatio
Page 126 and 127:
Section 204During all stages of con
Page 128 and 129:
Section 204Operate compression-type
Page 130 and 131:
Section 204Clearing will be evaluat
Page 132 and 133:
Section 204(2) Do not include the f
Page 134 and 135:
Table 204-1Sampling and TestingSect
Page 136 and 137:
Section 205.) ROCK BLASTINGDescript
Page 138 and 139:
Section 205When a test blast is det
Page 140 and 141:
Section 205Halt blasting operations
Page 142 and 143:
Section 207.) EARTHWORK GEOTEXTILES
Page 144 and 145:
Section 207the contract price per u
Page 146 and 147:
Section 208Remove safety features w
Page 148 and 149:
Section 208(d) Unstable material be
Page 150 and 151:
Page 152 and 153:
Section 209.) STRUCTURE EXCAVATIONA
Page 154 and 155:
Section 209209.10 Backfill. Backfil
Page 156 and 157: Section 209Measurement and Payment2
Page 158 and 159: Section 210.) PERMEABLE BACKFILLDes
Page 160 and 161: Section 210Table 210-1Sampling and
Page 162 and 163: Section 211Measurement211.07 Measur
Page 164 and 165: Section 212212.05 Acceptance. Linea
Page 166 and 167: Section 213Include the following wi
Page 168 and 169: Section 213If the subgrade loses st
Page 170 and 171: Section 213Material orProductProper
Page 172 and 173: Section 251.) RIPRAPDescription251.
Page 174 and 175: Section 251Payment will be made und
Page 176 and 177: Section 252.) SPECIAL ROCK EMBANKME
Page 178 and 179: Section 253.) GABIONS AND REVET MAT
Page 180 and 181: Section 253Survey work will be eval
Page 182 and 183: Section 254(c) Timber crib wall. Co
Page 184 and 185: Section 255.) MECHANICALLYSTABILIZE
Page 186 and 187: Section 255Do not damage or disturb
Page 188 and 189: Section 256.) PERMANENT GROUND ANCH
Page 190 and 191: Section 256Locate the upper central
Page 192 and 193: Section 256Insert the tendon in the
Page 194 and 195: Section 256(3) A calibrated referen
Page 196 and 197: Section 256Plot the ground anchor m
Page 198 and 199: Section 257.) ALTERNATE RETAINING W
Page 200 and 201: Section 257(b) Dimensions and sched
Page 202 and 203: Section 257Payment257.08 The accept
Page 204 and 205: Section 258258.06 Backfilling. Back
Page 208 and 209: Section 301.) UNTREATED AGGREGATE C
Page 210 and 211: Section 301Construction of untreate
Page 212 and 213: Section 301Material orProductProper
Page 214 and 215: Section 302Table 302-1Range of Aggr
Page 216 and 217: Section 302If the time between plac
Page 218 and 219: Section 302Payment will be made und
Page 220 and 221: Section 303.) ROAD RECONDITIONINGDe
Page 222 and 223: Section 303(c) Asphalt surfaces. Cl
Page 224 and 225: Section 304.) AGGREGATE STABILIZATI
Page 226 and 227: Section 304304.07 Curing. Do not al
Page 228 and 229: Section 304Table 304-1Sampling and
Page 230 and 231: Section 305305.05 Acceptance. Aggre
Page 232 and 233: Section 306.) DUST PALLIATIVEDescri
Page 236 and 237: Section 307Construct stockpile laye
Page 238 and 239: Section 308.) MINOR CRUSHED AGGREGA
Page 242 and 243: Section 309. — EMULSIFIED ASPHALT
Page 244 and 245: Section 309Construction of emulsifi
Page 247 and 248: DIVISION 400Asphalt PavementsandSur
Page 249 and 250: Section 401Furnish mixes as follows
Page 251 and 252: Section 401Table 401-3Superpave Asp
Page 253 and 254: Section 401Submit written job-mix f
Page 255 and 256: Section 401401.04 Mixing Plant. Use
Page 257 and 258:
Section 401401.06 Surface Preparati
Page 259 and 260:
Section 401Construct the control st
Page 261 and 262:
Section 401Along forms, curbs, head
Page 263 and 264:
Section 401401.17 Acceptance. Miner
Page 265 and 266:
Section 401Payment will be made und
Page 267 and 268:
Section 402.) MINOR HOT ASPHALT CON
Page 269 and 270:
Table 402-1Sampling and Testing253M
Page 271 and 272:
Section 403Where it is necessary to
Page 273 and 274:
Section 403(c) Density. The lower s
Page 275 and 276:
Material orProductProperty orCharac
Page 277 and 278:
Section 404404.06 Weather Limitatio
Page 279 and 280:
Page 281 and 282:
Section 405405.05 Construction. Pre
Page 283 and 284:
Page 285 and 286:
Section 406(b) Emulsified asphalt.(
Page 287 and 288:
Section 406(c) Add the following to
Page 289 and 290:
Page 291 and 292:
Section 407Table 407-1Open-Graded E
Page 293 and 294:
Section 407Make a minimum of 3 comp
Page 295 and 296:
Page 297 and 298:
Section 408.) COLD RECYCLEDASPHALT
Page 299 and 300:
Section 408The final emulsified asp
Page 301 and 302:
Page 303 and 304:
Section 409(d) Asphalt temperature.
Page 305 and 306:
Section 409The CO will approve the
Page 307 and 308:
Table 409-2Approximate Quantities o
Page 309 and 310:
Section 409409.13 Acceptance. Aspha
Page 311 and 312:
Section 410.) SLURRY SEALDescriptio
Page 313 and 314:
Section 410(3) Adjustable to assure
Page 315 and 316:
Page 317 and 318:
Section 411Cure surfaces primed wit
Page 319 and 320:
Section 412.) ASPHALT TACK COATDesc
Page 321 and 322:
Section 413.) ASPHALT PAVEMENT MILL
Page 323 and 324:
Section 414.) ASPHALT PAVEMENTCRACK
Page 325 and 326:
Section 414Seal the joints with an
Page 327 and 328:
Section 415.) PAVING GEOTEXTILESDes
Page 329 and 330:
Page 331 and 332:
Section 416(b) Specialty qualificat
Page 333 and 334:
Section 416Place, spread, and strik
Page 335 and 336:
Page 337 and 338:
Section 417.) MINOR COLD ASPHALT MI
Page 339 and 340:
DIVISION 500Portland CementConcrete
Page 341 and 342:
Water/CementRatio(maximum)Table 501
Page 343 and 344:
Section 501501.05 Preparing Roadbed
Page 345 and 346:
Section 501(2) Sawed joints. After
Page 347 and 348:
Section 501501.10 Curing. Immediate
Page 349 and 350:
Section 501(c) Defective area corre
Page 351 and 352:
Section 501Place dowels or tie bars
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Section 502(c) Sandblasting. Furnis
Page 359 and 360:
Section 502(b) Patch area preparati
Page 361 and 362:
Section 502502.07 Pavement Jacking.
Page 363 and 364:
Section 502(c) Cleaning holes. Afte
Page 365 and 366:
Section 502Seating consists of roll
Page 367 and 368:
Section 502Measure surface diamond
Page 369 and 370:
DIVISION 550Bridge Construction353
Page 371 and 372:
Section 551(2) Open-end diesel hamm
Page 373 and 374:
Section 551(c) Capblock (hammer cus
Page 375 and 376:
Section 551(2) Pile drive head. Pro
Page 377 and 378:
Section 551(b) Dynamic formula. Dri
Page 379 and 380:
Section 551Correct all piles driven
Page 381 and 382:
Section 551(c) Concrete pile extens
Page 383 and 384:
Section 551Perform additional wave
Page 385 and 386:
Section 551(b) Wood piles. Treat th
Page 387 and 388:
Section 551Measure preboring by the
Page 389 and 390:
Section 552Table 552-1Composition o
Page 391 and 392:
Section 552(j) Water content (inclu
Page 393 and 394:
Section 552(a) Central-mix plant. D
Page 395 and 396:
Section 552552.09 Quality Control o
Page 397 and 398:
Section 552the project curing facil
Page 399 and 400:
Section 552(c) Evaporation. When pl
Page 401 and 402:
Section 552Do not place concrete un
Page 403 and 404:
Section 552Do not drop unconfined c
Page 405 and 406:
Section 552Place underwater concret
Page 407 and 408:
Section 552552.14 Finishing Plastic
Page 409 and 410:
Section 552On bridge decks, discont
Page 411 and 412:
Section 552Keep surfaces to be rubb
Page 413 and 414:
Section 552Rub or grind bearing sur
Page 415 and 416:
Section 552Use paper, cloth, or oth
Page 417 and 418:
Section 552finished bents piers, or
Page 419 and 420:
Page 421 and 422:
Section 553For on-site casting, sub
Page 423 and 424:
Section 553Cure precast, prestresse
Page 425 and 426:
Section 553Within 3 hours before pl
Page 427 and 428:
Section 553Before placing concrete,
Page 429 and 430:
Section 553Provide standby flushing
Page 431 and 432:
Section 553Table 553-1 (continued)P
Page 433 and 434:
Section 553Concrete for precast, pr
Page 435 and 436:
Page 437 and 438:
Section 554Do not use reinforcing s
Page 439 and 440:
Section 554Table 554-1Reinforcing S
Page 441 and 442:
Section 555.) STEEL STRUCTURESDescr
Page 443 and 444:
Section 555Where specific orientati
Page 445 and 446:
Section 555For other steels (except
Page 447 and 448:
Section 555(e) Stiffeners and conne
Page 449 and 450:
Section 555Table 555-4ANSI Surface
Page 451 and 452:
Section 555Stress relieve members (
Page 453 and 454:
Section 555When reaming or drilling
Page 455 and 456:
Section 555Use methods and details
Page 457 and 458:
Section 555555.17 Connections Using
Page 459 and 460:
Bolt LengthMeasured fromUnderside o
Page 461 and 462:
Section 555(b) Use hardened washers
Page 463 and 464:
Section 555Perform the calibration
Page 465 and 466:
Section 555Individually place 3 bol
Page 467 and 468:
Section 555Install more cylindrical
Page 469 and 470:
Section 556.) BRIDGE RAILINGDescrip
Page 471 and 472:
Section 556(d) Welding. Weld accord
Page 473 and 474:
Section 557.) TIMBER STRUCTURESDesc
Page 475 and 476:
Section 557557.08 Countersinking. C
Page 477 and 478:
Section 557557.15 Transversely Nail
Page 479 and 480:
Section 558.) DAMPPROOFINGDescripti
Page 481 and 482:
Section 559.) WATERPROOFINGDescript
Page 483 and 484:
Section 559Completely cover the mem
Page 485 and 486:
Section 560.) WATER STOPSDescriptio
Page 487 and 488:
Section 561.) STRUCTURAL CONCRETE B
Page 489 and 490:
Section 561561.05 Coring. Take one
Page 491 and 492:
Page 493 and 494:
Section 562(e) Provide design calcu
Page 495 and 496:
Table 562-1Design Wind Pressure - H
Page 497 and 498:
Section 562(1) Reductions in allowa
Page 499 and 500:
Section 562When a pile-type foundat
Page 501 and 502:
Section 562562.08 Falsework for Ste
Page 503 and 504:
Section 562Do not use form ties con
Page 505 and 506:
Section 562(c) Metal forms. The spe
Page 507 and 508:
Section 562562.12 Acceptance. Forms
Page 509 and 510:
Section 563(a) Manufacturer's mater
Page 511 and 512:
Section 563Cure each coat of paint
Page 513 and 514:
Section 563COATPrimerIntermediateTo
Page 515 and 516:
Section 563SubstrateTable 563-3Coat
Page 517 and 518:
Page 519 and 520:
Section 564Package bearings so they
Page 521 and 522:
Section 564564.06 Masonry, Sole, an
Page 523 and 524:
Section 564Bearing device installat
Page 525 and 526:
Section 565(f) Details of reinforce
Page 527 and 528:
Section 565(a) Less than 12 inches
Page 529 and 530:
Section 565Furnish reports of all t
Page 531 and 532:
Section 565During concrete placemen
Page 533 and 534:
Section 565Place the concrete in a
Page 535 and 536:
DIVISION 600Incidental Construction
Page 537 and 538:
Section 601TABLE 601-1Composition o
Page 539 and 540:
Page 541 and 542:
Section 602Construction Requirement
Page 543 and 544:
Page 545 and 546:
Section 603Torque steel bolts and a
Page 547 and 548:
Section 604.) MANHOLES, INLETS,AND
Page 549 and 550:
Section 604When catch basins and in
Page 551 and 552:
Section 605.) UNDERDRAINS, SHEET DR
Page 553 and 554:
Section 605Fold the geotextile over
Page 555 and 556:
Page 557 and 558:
Section 606.) CORRUGATED METAL SPIL
Page 559 and 560:
Section 607.) CLEANING, RECONDITION
Page 561 and 562:
Section 608.) PAVED WATERWAYSDescri
Page 563 and 564:
Section 608608.09 Placed Riprap Wat
Page 565 and 566:
Page 567 and 568:
Section 609Make the curb joint 0.75
Page 569 and 570:
Page 571 and 572:
Section 610.) HORIZONTAL DRAINSDesc
Page 573 and 574:
Section 611.) WATER SYSTEMSDescript
Page 575 and 576:
Page 577 and 578:
Section 612Where premolded watertig
Page 579 and 580:
Section 613.— SIMULATED STONEMASO
Page 581 and 582:
Section 613Remove efflorescence wit
Page 583 and 584:
Section 614.) LEAN CONCRETE BACKFIL
Page 585 and 586:
Section 615.) SIDEWALKS, DRIVE PADS
Page 587 and 588:
Section 615615.07 Acceptance. Clay
Page 589 and 590:
Section 616.) SLOPE PAVINGDescripti
Page 591 and 592:
Section 616Slope paving constructio
Page 593 and 594:
Section 617.) GUARDRAILDescription6
Page 595 and 596:
Section 617Stamp the post length on
Page 597 and 598:
Section 617Measure terminal section
Page 599 and 600:
Section 618(b) Slip-formed. Do not
Page 601 and 602:
Section 618Construction of concrete
Page 603 and 604:
Section 619At bridges, cattle under
Page 605 and 606:
Section 619Provide a concrete footi
Page 607 and 608:
Section 619Splicing of barbed wire
Page 609 and 610:
Section 619Where an electric line r
Page 611 and 612:
Page 613 and 614:
Section 620Perform excavation and b
Page 615 and 616:
Section 620(c) Coping. Construct co
Page 617 and 618:
Section 620For filled spandrel arch
Page 619 and 620:
Page 621 and 622:
Page 623 and 624:
Page 625 and 626:
Section 624.) TOPSOILDescription624
Page 627 and 628:
Section 625.) TURF ESTABLISHMENTDes
Page 629 and 630:
Section 625Mulch by hand areas inac
Page 631 and 632:
Section 626.) PLANTS, TREES, SHRUBS
Page 633 and 634:
Section 626Loosen soil at the sidew
Page 635 and 636:
Section 626626.15 Measure plants by
Page 637 and 638:
Section 627627.06 Placing Sod. Plac
Page 639 and 640:
Section 628.) SPRIGGINGDescription6
Page 641 and 642:
Page 643 and 644:
Section 629For swale or ditch insta
Page 645 and 646:
Section 629Sections 630, 631, and 6
Page 647 and 648:
Section 633633.04 Supports. Sign lo
Page 649 and 650:
Section 633Measure object markers a
Page 651 and 652:
Section 634Construction Requirement
Page 653 and 654:
Section 634Type E. Use two bead dis
Page 655 and 656:
Page 657 and 658:
Section 635(e) Immediately replace
Page 659 and 660:
Section 635(b) Traffic paint. Do no
Page 661 and 662:
Section 635(e) After installing all
Page 663 and 664:
Section 635Furnish signal heads wit
Page 665 and 666:
Section 635When temporary pavement
Page 667 and 668:
Page 669 and 670:
Section 636Remove structures and ob
Page 671 and 672:
Section 636After energizing the sys
Page 673 and 674:
SECTION 637. ) FACILITIES AND SERVI
Page 675 and 676:
Table 637-2Minimum Facility Furnish
Page 677 and 678:
DIVISION 700Material661
Page 679 and 680:
Section 702.) ASPHALT MATERIAL702.0
Page 681 and 682:
Section 702(c) Waterproofing fabric
Page 683 and 684:
Section 703.) AGGREGATE703.01 Fine
Page 685 and 686:
669Table 703 - 2Target Value Ranges
Page 687 and 688:
Section 703703.07 Hot Asphalt Concr
Page 689 and 690:
Section 703703.09 Emulsified Asphal
Page 691 and 692:
Section 703Table 703-6Target Value
Page 693 and 694:
Section 703703.11 Slurry Seal Aggre
Page 695 and 696:
Section 703703.16 Aggregate for Lea
Page 697 and 698:
Section 703Table 703-14Superpave Gr
Page 699 and 700:
Section 703Table 703-16Superpave Gr
Page 701 and 702:
Section 704704.05 Topping. Furnish
Page 703 and 704:
Section 704(3) Sodium sulfate sound
Page 705 and 706:
Section 705.- ROCK705.01 Gabion and
Page 707 and 708:
Section 705705.03 Rock for Masonry
Page 709 and 710:
Section 705(2) Medium pointed (M.P.
Page 711 and 712:
Section 705Saw, point, or smooth qu
Page 713 and 714:
Section 706(c) Profile wall (ribbed
Page 715 and 716:
Section 707707.06 Aluminum-Alloy St
Page 717 and 718:
Section 708.) PAINT708.01 General.
Page 719 and 720:
Section 709.) REINFORCING STEEL AND
Page 721 and 722:
709.03 Prestressing Steel. Fabricat
Page 723 and 724:
Section 710710.06 Metal Beam Rail.(
Page 725 and 726:
Section 711.) CONCRETE CURING MATER
Page 727 and 728:
Section 712(3) Performed cork expan
Page 729 and 730:
Section 712Table 712-2Backer Rod Si
Page 731 and 732:
(e) Resistance to alkali (3) , ASTM
Page 733 and 734:
Section 713Granulated slag or other
Page 735 and 736:
Section 713(f) Mature compost. Furn
Page 737 and 738:
Section 713Table 713-2Straw Erosion
Page 739 and 740:
MaterialCoconut (1) 100%Table 713-4
Page 741 and 742:
Section 713Table 713-7Synthetic Pol
Page 743 and 744:
Section 713(e) Twine. Furnish 2-ply
Page 745 and 746:
Section 713(c) Geotextile. Conform
Page 747 and 748:
Section 714In addition, when geotex
Page 749 and 750:
Table 714-2Physical Requirements Fo
Page 751 and 752:
Table 714-5Physical Requirements Fo
Page 753 and 754:
Section 714(b) Geocomposite sheet d
Page 755 and 756:
Section 715Construct precast concre
Page 757 and 758:
Section 715For copper-bearing struc
Page 759 and 760:
Section 717.) STRUCTURAL METAL717.0
Page 761 and 762:
Section 717717.08 Sheet Lead. Furni
Page 763 and 764:
Section 717717.13 Aluminum Alloy fo
Page 765 and 766:
RAILINGCOMPONENTASTM Specification
Page 767 and 768:
Section 718718.02 Test Procedures.
Page 769 and 770:
Section 718ASTM D 3841(10) Squarene
Page 771 and 772:
Section 718Use opaque or transparen
Page 773 and 774:
Section 718(e) Dry opacity. FTMS 14
Page 775 and 776:
Section 718(j) Storage. When stored
Page 777 and 778:
Section 718Table 718-3Minimum Coeff
Page 779 and 780:
Section 720.) STRUCTURAL WALL ANDST
Page 781 and 782:
Section 720(i) Reinforcing strips.
Page 783 and 784:
(g) Brittleness temperature, ASTM D
Page 785 and 786:
Section 721.) ELECTRICAL AND ILLUMI
Page 787 and 788:
Section 721(k) Control cabinet. Fur
Page 789 and 790:
Section 721(4) Elongation in 2 inch
Page 791 and 792:
Section 722.) ANCHOR MATERIAL722.01
Page 793 and 794:
Section 722(e) Grout. Furnish a pum
Page 795 and 796:
Section 725725.05 Mineral Filler. C
Page 797 and 798:
Section 725725.15 Polyvinyl Chlorid
Page 799 and 800:
Section 725725.24 Color Coating. Fu
Page 801 and 802:
) A )Abbreviations ................
Page 803 and 804:
Asphalt (continued)pavement milling
Page 805 and 806:
Centralizers ......................
Page 807 and 808:
Corrosion resistant steel rail.....
Page 809 and 810:
Equipment .........................
Page 811 and 812:
Galvanized steel rail..............
Page 813 and 814:
Jointmaterial .....................
Page 815 and 816:
Mobilization ......................
Page 817 and 818:
Paymentbond .......................
Page 819 and 820:
Postdelineator ....................
Page 821 and 822:
Rental equipment ..................
Page 823 and 824:
Signal system .....................
Page 825 and 826:
Structure excavation and backfill .
Page 827 and 828:
Unit mass .........................
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